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Patent 2053125 Summary

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(12) Patent Application: (11) CA 2053125
(54) English Title: METHOD FOR DETERMINING THE SPATIAL COORDINATES OF POINTS, APPLICATION OF SAID METHOD TO HIGH-PRECISION TOPOGRAPHY, SYSTEM AND OPTICAL DEVICE FOR CARRYING OUT SAID METHOD
(54) French Title: METHODE DE DETERMINATION DES COORDONNEES SPATIALES DE POINTS, APPLICATION DE CETTE METHODE A LA TOPOGRAPHIE DE HAUTE PRECISION, SYSTEME ET DISPOSITIF OPTIQUE POUR LA MISE EN OEUVREDE LA METHODE
Status: Deemed Abandoned and Beyond the Period of Reinstatement - Pending Response to Notice of Disregarded Communication
Bibliographic Data
(51) International Patent Classification (IPC):
  • G01S 17/08 (2006.01)
  • G01B 11/03 (2006.01)
(72) Inventors :
  • KASSER, MICHEL (France)
(73) Owners :
  • INSTITUT GEOGRAPHIQUE NATIONAL
(71) Applicants :
  • INSTITUT GEOGRAPHIQUE NATIONAL (France)
(74) Agent: SMART & BIGGAR LP
(74) Associate agent:
(45) Issued:
(22) Filed Date: 1991-10-10
(41) Open to Public Inspection: 1992-04-13
Examination requested: 1993-03-12
Availability of licence: N/A
Dedicated to the Public: N/A
(25) Language of filing: English

Patent Cooperation Treaty (PCT): No

(30) Application Priority Data:
Application No. Country/Territory Date
90 12609 (France) 1990-10-12

Abstracts

English Abstract


ABSTRACT OF THE DISCLOSURE
Elements of an optical system are placed at
points (A) and the spatial coordinates of these points
are measured. The optical system comprises on the one
hand an optical device which may be mounted on board an
aircraft (2) and on the other hand reflectors (10) such
as reflectors of the cube corner type. The optical
device includes a pulsed laser source and a detector
which is sensitive to the radiation emanating from the
laser source. The desired spatial coordinates are
determined from measurements of transit times of
reflected laser pulses.
The pulses (8) emitted by the laser source
are caused to diverge in order to increase the width
of their angular field and the radiation reflected
from the reflectors (10) is collected in a wide field
and transmitted to the detector.
The system is applicable in particular to
high-precision topography for the purpose of analyzing
land subsidence.


Claims

Note: Claims are shown in the official language in which they were submitted.


-23-
WHAT IS CLAIMED IS :
1. A method for determining the spatial
coordinates of points (A) at which are placed elements
of an optical system constituted on the one hand by an
optical device (13) including a pulsed laser source (14)
and a detector (16) which is sensitive to the radiation
emanating from said laser source (14) and on the other
hand by reflectors (10), in which the transit times (.DELTA.ti)
of the pulses emitted by the source (14), reflected from
a reflector (10) and detected by the detector (16) are
measured in order to determine relationships between
said spatial coordinates, wherein the laser radiation
emanating from the laser source (14) is caused to
diverge in order to increase the width of its angular
field and wherein the radiation reflected from the
reflectors (10) is collected in a wide field in order to
be transmitted to the detector (16).
2. A method according to claim 1, wherein the
angular field (8) of the divergent laser radiation
emitted has a semivertical angle (.alpha.) within the range of
5° to 35°.
3. A method according to claim 1, wherein the
approximate spatial coordinates of the optical device
(13) are evaluated beforehand by means of an auxiliary
positioning system such as a radio transmission system
(6, 40, 42).
4. A method according to claim 1, wherein a
fraction of the laser pulse emitted by the laser source
(14) is withdrawn before said laser pulse is caused to diverge,
whereupon said fraction is directed to the detector (16) in order
to deliver a transit time reference (t0).
5. A method according to claim 1, wherein the
output signal of the detector (16) which is
representative of the light intensity collected by the
detector (16) is amplified and the amplified signal is

-24-
subjected to digital sampling.
6. A method according to claim 5, wherein the
digital sampling frequency of the amplified output
signal of the detector (16) is higher than 1 gigahertz.
7. A method according to claim 5, wherein a
fraction of the laser pulse emitted by the laser source
(14) is withdrawn before said laser pulse is caused to diverge,
whereupon said fraction is directed to the detector (16) in order
to deliver a transit time reference (t0), wherein the
amplified and sampled output signal of the detector (16)
is processed in order to identify the peaks (P1) of said
output signal corresponding to reflection of the laser
pulse from a reflector (10) and in order to determine
the transit times (.DELTA.ti) corresponding to the time
intervals (ti-to) between said transit time reference
(to) and the instant (ti) of appearance of said peaks
(Pi), and wherein a set of values representing said
transit times (.DELTA.ti) is recorded in memory (66).
8. A method according to claim 7, wherein the
step which involves processing of the amplified and
sampled signal and the step which involves recording in
memory (66) are performed during the period which
elapses between two successive emissions of pulses by
the laser source (14).
9. A method according to claim 7, wherein the
step which involves processing of the amplified and
sampled signal includes a stage of validation of the
peaks (Pi) of the amplified and sampled output signal
in order to eliminate peaks having a time-width
exceeding a threshold value which is determined as a
function of the duration of the pulse emitted by the
laser source (14).
10. A method according to claim 1, wherein the
optical device (13) is installed on board an aircraft
(2).

11. A method according to claim 1, wherein each
reflector (10) is rigidly fixed to a structure (46)
which is anchored in the ground (4).
12. A method according to claim 1, wherein the
measured transit times (.DELTA.ti) of the laser pulses are
utilized in order to determine with accuracy the spatial
coordinates of the points (A) at which the reflectors
(10) are placed.
13. A method according to claim 12 as applicable
to high-precision topography, wherein the reflectors
(10) are installed in the vicinity of a zone of
extraction of geological resources, the predetermined
spatial coordinates of the points (A) located at
intervals in said zone being intended to supply
information on subsidences within said zone.
14. A system for determining the spatial
coordinates of points, comprising an optical device (13)
including a pulsed laser source (14) and a detector (16)
which is sensitive to the radiation emanating from said
laser source (14), the system being provided in addition
with reflectors (10) and with means (34, 36, 68) for
processing the output signal of the detector (16),
wherein the optical device (13) further comprises
divergent optical means (26, 28) for causing divergence
of the radiation emitted by the laser source (14) and a
wide-field light collector (30) placed in front of the
detector (16) in order to transmit thereto a radiation
which is collected in a wide field.
15. A system according to claim 14, wherein the
divergent optical means (26, 28) comprise at least one
planoconcave lens (26, 28).
16. A system according to claim 14, wherein the
divergent optical means (26, 28) produce a beam (8)
having a widened angular field and a semivertical angle
(.alpha.) within the range of 5° to 35°.
17. A system according to claim 14, wherein the
laser source (14) delivers pulses having a time-duration
of less than 50 ns.

-26-
18. A system according to claim 14, wherein the
wide-field light collector (30) comprises a spherical
lens (30).
19. A system according to claim 14, wherein the
detector (16) comprises a pin photodiode (16).
20. A system according to claim 19, wherein the
area of the sensitive surface (17) of the pin photodiode
(16) is larger than 10 mm2.
21. A system according to claim 18, wherein the
sensitive surface (17) of the detector (16) is disposed
in substantially tangent relation to the focal sphere
(C) of the spherical lens (30).
22. A system according to claim 14, wherein the
optical device (13) comprises in addition a dielectric
mirror (22) which directs the radiation emanating from
the laser source (14) to the divergent optical means
(26, 28) and an optical-fiber segment (24) which extends
between the rear face of the dielectric mirror (22) and
the detector (16) in order to collect and direct to the
detector (16) a fraction of the radiation emanating from
the laser source (14), said fraction being withdrawn
from the transmission loss of the dielectric mirror (22).
23. A system according to claim 14, wherein the
optical device (13) is located on board an aircraft (2).
24. A system according to claim 23, wherein said
system comprises in addition means for approximate
evaluation of the spatial coordinates of the aircraft
(2), such as a radio-transmission positioning system
(6, 40, 42).
25. A system according to claim 14, wherein each
reflector (10) is a reflector of the cube corner type,
the vertex of which defines a point (A), the spatial
coordinates of which are determined.
26. A system according to claim 14, wherein each
reflector (10) is rigidly fixed to a structure (46)

-27-
which is anchored in the ground (4).
27. A system according to claim 26, wherein the
structure (46) which is anchored in the ground (4)
comprises a substantially vertical pillar (52), the
reflector (10) being placed on top of said pillar.
28. A system according to claim 26, wherein a
window (54) having parallel faces is placed above each
reflector (10), said window (54) being inclined with
respect to a horizontal plane (PH).
29. A system according to claim 14, wherein the
means for processing the output signal of the detector
(16) comprise an amplifier (34), a digital sampler (36)
which samples the signal amplified by the amplifier (34)
in order to convert it to histogram data which it stores
in a buffer memory (37) and a microprocessor (68) which
reads the histogram data stored in the buffer memory
(37), performs a calculation of the transit times (.DELTA.ti)
of the reflected pulses and records in a memory (66) a
set of values representing said transit times (.DELTA.ti).
30. A system according to claim 29, wherein the
amplifier (34) has a passband, the upper limit of which
is below 50 MHz.
31. A system according to claim 19, wherein the
pin photodiode (16) is supplied with reverse bias by an
electric supply (62) and wherein a load resistor (64) is
mounted in parallel with the circuit branch comprising
the supply (62) and the pin photodiode (16).
32. A system according to claim 29, wherein the
digital sampler (36) has a sampling frequency higher
than 1 gigahertz.
33. An optical device (13) for carrying out the
method according to claim 1, comprising a laser source
(14) and a detector (16) which is sensitive to the
radiation emanating from said laser source (14), wherein
said device also comprises divergent optical means (26,

-28-
28) for causing the radiation emitted by the laser
source (14) to diverge and a wide-field light collector
(30) placed in front of the detector (16) in order to
transmit thereto a radiation which is collected in a
wide field.

Description

Note: Descriptions are shown in the official language in which they were submitted.


20~3125
METHOD FOR DETERMINING THE SPATIAL COORDINATES OF
POINTS, APPLICATION OF SAID METHOD TO HIGH-PRECISION
TOPOGRAPHY, SYSTEM AND OPTICAL DEVICE FOR
CARRYING OUT SAID METHOD
BACKGROUND OF THE INVENTION
Field of the Invention
The present invention relates to a method for
determining the spatial coordinates of points as well as
to a system for carrying out said method. The invention
also relates to an optical device employed in said
method.
Description of the Prior Art
The method finds applications in particular in
high-precision topography as is required, for example,
by owners or operators who exploit underground resources.
In fact, in order to exploit or prospect mineral
deposits, accurate measurements of subsidence around the
zone considered are of great value'since they provide
indirect information on the evolutionary development of
subsurface formations. These topographic measurements
are also useful for seismologists in the analysis or
prediction of tectonic movements.
In the article entitled "The Airborne Laser
Ranging System, its capabilities and applications"
(Tech. Memo. 83984, September 1982), W.D. Kahn et al.
disclose a telemetry system comprising an optical
device mounted on board an aircraft and a plurality of
retroreflectors placed on the ground. Starting from a
subdivided laser beam, six telemeters are formed, each
sub-beam being aimed at one of the ground reflectors
through a porthole arranged in the floor of the
aircraft. The aircraft is equipped with an on-board
inertial system retimed by a radio aid system (Loran C
or GPS) in order to determine the position of the

20~312~
--2~
aircraft and therefore to permit pointing of the
telemeters at the targets as well as to determine its
orientation since the six telemeters are not placed
geometrically at the same location. Computation of the
distances from the transit times of the laser pulses is
performed in real time by a recursive Kalman filtering
algorithm, thus entailing a long flight (several hours)
and limiting the accuracy of measurements to the
centimeter scale. The applications concerned are
limited to measurement of deformation of the tectonic
zones over short intervals of time.
This system involves considerable cost since
the following costly elements are indispensable : an
accurate inertial system, a high-performance on-board
computer, a telemeter having six independent turrets for
pointing at the targets, computation software packages,
a large-size porthole having the requisite optical
properties. Furthermore, the accuracy of these
measurements is insufficient for following-up fine
subsidences related, for example, to oil-field
exploitation, especially on account of its limitation
to six targets followed simultaneously. The reliability
of the device is reduced by reason of the large number
of mechanical elements mounted on board the aircraft.
The preparation of each flight for aligning the inertial
system is time-consuming. In addition, the aircraft is
immobilized over long periods of time for the purpose of
installing all the equipment required. Finally, the
transmission of collimated laser beams towards the
ground makes this system dangerous for the eyes of
persons located in the field of vision of the aircraft.
The object of the invention is to overcome
the disadvantages mentioned above by proposing a method
and a system which make it possible to determine with
very high precision the spatial coordinates of points

20~31 2~
located on the ground or in space and in particular
to deduce therefrom the amplitude of minimal ground
deformations at a large number of points located at
the surface of the ground over an extensive zone while
utilizing energy flux densities remote from laser safety
threshold values.
Another object of the method in accordance with
the invention lies in that fact that these measurements
can be carried out rapidly, simply and with economical
equipment, thus making it possible to overcome the
principal limitations and constraints of known methods.
SUMMARY OF THE INVENTION
The invention thus provides a method for
determining the spatial coordinates of points at which
are placed elements of an optical system constituted on
the one hand by an optical device including a pulsed
laser source and a detector which is sensitive to the
radiation emanating from said laser source and on the
other hand by reflectors, in which the transit times of
the pulses emitted by the source, reflected from a
reflector and detected by the detector are measured in
order to determine relationships between said spatial
coordinates.
The distinctive feature of the method in
accordance with the invention lies in the fact that the
laser radiation emanating from the laser source is caused
to diverge in order to increase the width of its angular
field and that the radiation reflectea from the
reflectors is collected in a wide field in order to be
transmitted to the detector.
The use of a wide-field laser beam and of
detection of wide-field pulses offers many advantages :
- there is no need to point the optical device at the
target reflectors ; the divergent beam need only be
directed very approximately towards the reflectors ;

~0~312~
- a very large number of reflectors can be reached
simultaneously, thus making it possible to obtain both
a greater number o~ data and greater accuracy by
statistical reduction of uncertainty ;
- the divergence of the beam minimizes its energy flux
density, with the result that the method does not
involve any danger for the eyes`;
- the optical equipment is relatively simple and
inexpensive.
In a preferred embodiment of the method
according to the invention, a fraction of t~ laser pulse emit~d by the
laser source is withdrawn before said laser pulse is
caused to diverge, whereupon said fraction is directed
to the detector in order to deliver a transit time
reference. The detector output signal which is
representative of the light intensity collected by the
detector is amplified and the amplified signal is
subjected to digital sampling, preferably at a digital
sampling frequency higher than 1 GHz. In an advantageous
mode of execution of the invention, the amplified and
sampled output signal of the detector is processed in
order to identify the peaks of said output signal
corresponding to reflection of the laser pulse from a
reflector and in order to determine the transit times
corresponding to the time intervals between said
transit time reference and the instant of appearance
of said peaks, and a set of values representing said
transit times is recorded in memory.
The method outlined above permits measurements
with a very high degree of accuracy, this being made
possible by digital processing and high-rate sampling.
A large number of data can accordingly be processed in
real time in order to record the measured transit times
which can be utilized in subsequent calculations with a
view to accurately deducing therefrom the spatial

_5 2 0 ~3 12 5
coordinates of the points of space at which are located
both the optical device (for example in order to carry
out accurate computation of the flight path of an
aircraft in which the device is installed) and the
S reflectors (for example in order to compute the
subsidences in a zone of extraction of geological
resources).
The method in accordance with the invention
thus involves measurements of transit times of reflected
laser pulses at a large number of points on the ground
(typically 100) distributed over a zone which extends
over a large area (typically lO kilometers), this being
achieved very rapidly (in a few tens of minutes). The
accuracy achieved is less than one millimeter whereas
realizations in accordance with the technique of the
prior art in this type of measurement were limited in
accuracy to the centimeter scale.
It should be noted that this enhanced accuracy
is obtained while reducing the complexity and cost of
the necessary installations.
According to another aspect of the invention,
a system is provided for determining the spatial
coordinates of points and comprises an optical device
which includes a pulsed laser source and a detector
which is sensitive to the radiation emanating from said
laser source, the system being provided in addition with
reflectors and with means for processing the output
signal of the detector. The system in accordance with
the invention is distinguished by~,the fact that the
optical device also includes divergent optical means for
causing divergence of the radiation emitted by the laser
source and a wide-field light collector placed in front
of the detector in order to transmit thereto a radiation
which is collected in a wide field.
This system makes use of the method in

accordance with the invention, thus meeting the
objectives of the present invention.
The invention is also directed to an optical
device for the application of the method, including a
laser source and a detector which is sensitive to the
radiation emanating from said laser source, the device
being distinguished by the fact that it also includes
divergent optical means for causing divergence of the
radiation emitted by the laser source and a wide-field
light collector placed in front of the detector in order
to transmit thereto a radiation which is collected in a
wide field.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 illustrates a measurement operation in
accordance with the method of the invention.
FIG. 2 i5 a schematic diagram showing the
on-board equipment for carrying out measurements.
FIG. 3 illustrates the support structure for
the ground reflectors.
FIG. 4 is a view to a smaller scale showing a
detail of FIG. 3.
FIGS. 5 and 6 illustrate optical components of
the optical device in accordance with the invention.
FIG. 7 is a diagram of the signal-processing
electronic system employed in the invention.
FIGS. 8 and 9 are block diagrams illustrating
steps of the method in accordance with the invention.
~FIG. 10 is a graph showing a typical recording
`by the detector`.
FIG. 11 is a graphical illustration of the
procedure involved in sampling the output signal of the
detector.
DETAILED DESCRIPTION OF THE INVENTION
In the detailed description which follows
below, the method of measurement and the system employed

20~3i2~
--7--
are described in their preferred application to high-
precision topography. However, it will be readily
apparent to those versed in the art that they may be
employed under many circumstances in which it is sought
to obtain precise determinations of spatial coordinates
of distant points.
The system carries out measurements of the
telemetric type by means of optical equipment~ This
optical equipment defines light paths along which are
propagated short light pulses, the transit times of
which are measured in order to deduce therefrom the path
length related to the spatial coordinates of the elements
of the optical equipment which define said light paths.
With reference to FIGS. 1 and 2, the optical
equipment comprises on the one hand an optical device 13
mounted on board an aircraft 2 and on the other hand
reflectors 10 distributed over the surface of the ground
4, the subsidences of which are to be measured. In the
case of applications relating to prospection and
exploitation of geological resources, the reflectors 10
are placed in and around the zone located vertically
above the mineral deposit.
The on-board optical device 13 constitutes a
device of the pulsed-laser telemeter type.
The device comprises a laser source 14 and a
detector 16 which is sensitive to the radiation emitted
by the laser source 14 and reflected from the reflectors
10 placed at ground level. The chronometry of the output
signal of the detector 16 is utilized in order to deduce
the transit time of laser pulses along an optical path
which passes from the source 14 to a reflector 10 and
returns to the detector 16.
The laser source 14 operates in high-energy
pulses of short duration (preferably less than 50 ns3
for high-precision measurements. A laser diode or a

20~312~
solid-state laser can thus be employed. In the
particular example described in detail below, the source
14 is a Q-switchQd yttrium-aluminum-garnet (YAG) laser
which delivers laser pulses having a time-duration of
15 ns, a wavelength of 1064 nm, an energy of 100 mJ and
a pulse repetition rate of 10 Hz.
The light pulses produced by the source 14 are
directed towards a dielectric mirror 22 which is treated
for the purpose of reflecting the high-energy radiation
with high efficiency ~approximately 99.9 %). The mirror
22 reflects the pulse in the direction of a divergent
lens system 26, 28 which is shown in greater detail in
FIG. 5. This divergent lens system is composed of two
planoconcave lenses 26, 28 mounted in series along the
light beam. The beam 8a reflected from the mirror 22
first passes into the lens 26 through its plane face 26a
and emerges from its concave face 26b in the form of a
divergent beam 8b. This beam 8b then passes through the
second lens 28, the diameter of which is larger than that
of the first lens 26, by penetrating its concava face 28a
and emerging from its plane face 28b in the form of a
divergent exit beam 8.
As illustrated in FIGS. 1 and 2, said divergent
beam 8 is directed substantially towards the nadir via a
25 porthole 20 provided in the floor 18 of the aircraft 2.
The porthole 20 can be of small size (20 cm) but, from an
optical standpoint, must constitute a plate having
parallel faces. The porthole 20 can be formed of
material having the optical quality of window glass. Its
thickness is chosen as a function of the pressurization
of the aircraft. The angular field of the divergent
beam 8 is sufficient to ensure that a number of ground
reflectors lO can receive the divergent radiation. The
semivertical angle a of the cone corresponding to the
field of the divergent beam preferably has a value

20~3~25
between 5 and 35, depending on the altitude of the
aircraft 2 and the distribution of the reflectors 10 on
the ground 4. Dimensioning of the lenses forming the
divergent optical system is a simple optical problem for
any one versed in the art. In the case of small angles
of divergence, the second lens 28 may be superfluous
whereas, in the case of a large angle of divergence, it
may prove necessary to add a third lens (for example a
meniscus lens). As will be readily apparent, other
configurations and other types of lenses can produce the
desired divergence.
The reflectors 10 and their support structures
46 are illustrated in the views in sectional elevation of
FIGS. 3 and 4. The reflector lOa preferably has the
well-known shape of a cube corner having for example a
diameter of 6 cm. The optical characteristics of this
type of reflector are known :
- the reflected beam is strictly parallel to the incident
beam, irxespective of the angle of incidence ;
- the length of the optical path of travel of any
reflected ray is equal to that of a ray impinging on
the wave surface which passes through the vertex A of
the cube corner.
In consequence, the geometrical point which
defines the point of return of the reflected divergent
beam 8 is the vertex A of the cube corner 10.
The cube corner lO is mounted on a support
structure 46 with its open side oriented approximately
towards the zenith. In the example illustrated in FIGS.
3 and 4, each support structure 46 of a reflector 10 is
anchored in the ground 4 to a suhstantial depth~ This
is obtained by driving into the ground 4 as far as
possible a number of large-section steel rods 12 (such
as, for example, railroad rails, steam-duct tubes or the
like).

2~31~
--10--
Said rods 12 are then joined together within a
cubic block 50 of reinforced concre~e of approximately
1 m3 which does not project above the ground 4 and on
which are installed four bench marks 51 having a
hemispherical head of brass located at a distance of
20 cm from each corner of the block 50, leveling of
which will permit detection of any possible tilting of
the support structure as a whole.
At the center of the block 50, a pillar 52
of reinforced concrete 30 cm in diameter stands at a
height _ which is typically two meters. ~t the top
end of the pillar is fixed a housing 48 for the retro-
reflector device, composed of the cube corner 10
protected by a glass window 54 having parallel faces
treated with an antireflection coating and inclined at
approximately 20 with respect to a horizontal plane
PH in order to prevent stagnation of water droplets
after rain or morning dew (see FIG. 4).
The cube corner 10 is oriented towards the
zenith and supported by feet 56 within its housing 48.
The light reflected from the cube corners 10
travels upwards to the aircraft 2 and again passes
through the porthole 20. The optical system for
receiving the optical device 13 includes a spherical
lens 30 which constitutes a wide-field light collector,
the wide field being designated by the reference 9.
The spherical lens 30 having a diameter of 8 mm, for
example, is preferably placed as near as possible to
the divergent lens system 26, 28 in order to collect a
significant quantity of light.
As illustrated in FIG. 2, the rear half of
the spherical lens 30 is located within an opaque casing
32 at the bottom of which is placed the detector 16 of
the optical device 13. The detector 16 is a ~
photodiode having a relatively large sensitive surface

-11- 2~312~
area which preferably exceeds 10 mm2O This type of
optoelectronic semiconductor component is well-known to
those skilled in the art. It is possible by way of
example to employ the p n photodiode of the type 30810
marketed by the RCA Corporation, the sensitive surface
area of which is approximately 100 mm2.
The relative positioning of the wide-field
light collector 30 and of the detector 16 is illustrated
in FIG. 6. The focal surface C of the spherical lens 30
is also spherical, with the same geometrical center as
the spherical lens 30 and a diameter equal to 1.5 times
that of the spherical lens 30. In consequence, the
sensitive surface 17 of the photodiode 16 is preferably
placed so as to be substantially -tangent to the focal
sphere C of the lens 30. This configuration permits
optimization of the detected light power and the angular
width of the reception field 9 of the optical device 13.
As shown in FIG. 6, the collected light rays pass through
the spherical lens 30 and are deflected towards the
sensitive surface 17 of the diode 16 via its window 58.
In FIG. 2, it can be seen that the optlcal
device 13 also includes an optical-fiber segment 24
which extends between the rear side of the dielectric
mirror 22 and the detector 16 within the casing 32. The
optical-fiber segment 24 is thus placed so as to collect
part of the radiation corresponding to the (low)
transmission loss of the mirror 22 and in order to
direct it to the detector 16. As will be explained
hereafter, this fraction of radiation serves as a
reference for measurement of the transit times of the
reflected laser pulses~ As will be readily apparent,
the use of an optical-fiber segment 24 for delivering
a transit time reference can be replaced by any
configuration which p.oduces an equivalent result.
The light signal detected by the E~

20~312~
12-
photodiode 16 is processed by signal-proeessing means
illustrated in FIGS. 2 and 7. The electric circuit
arrangement of the ~ photodiode 16 is shown in the
left-hand portion of FIG. 7. The ~ diode 16 is fed
by a dc reverse bias current supply 62 which delivers
a voltage of 50 volts, for example. The negative
terminal of the supply 62 is connected to ground and
its positive terminal is connected to the prong 60a of
the p n photodiode 16 which is connected to the n-doped
region of the photodiode 16. Illumination of the
sensitive intrinsic region of the ~ diode generates
an eleetric eurrent whieh is proportional to the
eolleeted light intensity.
This eleetrie current is delivered to the
seeond prong 60b of the ~ photodiode 16 which is
eonneeted to the ~-doped region of the photodiode 16.
The eonneetor 60b is eonnected to the input of an
amplifier 34. In order to eonvert the current signal to
a voltage signal, a load resistor 64 having a value of
150 ohms, for example, is mounted between the connector
60b and ground, that is to say in parallel with the
eireuit braneh which ineludes the supply 62 and the
diode 16.
The passband of the amplifier 34 has an upper
limit which is preferably below 50 MHz and equal to
20 MHz, for example. The amplifier gain is intended to
- produee amplifieation of the voltage signals on the
order of one hundred mierovolts in order to deliver
voltage signals on the order of a few volts at the
output. These output analog signals are applied to the
input of a digital sampling deviee 36.
The digital sampling device 36, whieh
eomprises an internal eloek and analog-to-digital
eonverter, eonverts the analog signal which is applied
to its input to digital signals representing histogram

205312~
data coded on eight bits obtained by sampling of the
signal. These histogram data are then stored in a
buffer memory 37. The digital sampling frequency is
very high and preferably higher than 1 GHz. One example
of a digital sampling device 36 which can be employed
within the field of the invention is the type-6880
sampler marketed by the Le Croy Company or the type-7200
digital oscilloscope marketed by the Le Croy Company,
both samplers being provided with a built-in buffer
memory 37. The sampling frequencies of the devices are
respectively 1.3 and 1.4 GHz with 8-bit coding. The
sampling device 36 is controlled by a synchronized
start-of-sampling signal delivered by a control unit 38.
A microprocessor 68 is provided for the
purpose of reading the histogram data written into the
buffer memory 37 and performing digital preprocessing
operations described in detail hereinafter with a view
to computing transit times of pulses detected by the
photodiode 16. These transit time values are then
written into a storage memory 66 in order to be
subsequently read for the purpose of carrying out other
processing operations. In one example of execution of
the invention, the microprocessor 68 (for example a
type-68030 microprocessor marketed by the Motorola
Company) and the storage memory 66 form part of a
microcomputer 38 which constitutes the unit for control
and storage of data of the measuring system in accordance
with the invention. This unit 38 delivers signals for
initiating the emission of pulses by the laser source 14
of the optical device 13 and synchronized control signals
which initialize the sampling cycles of the sampling
device 36.
` The system in accordance with the invention is
- also provided with means for approximate positioning of
the aircraft 2 and of the optical device 13.

3~2~
-14-
To this end, there is installed in the aircraft
2 a radiopositioning receiver 40 for determining (if
necessary a posteriori) the position of the aircraft 2
whenever this is desired and at any moment. The radio
transmission system designated as GPS (Global Positioning
System) which is well-known to those conversant with the
art is particularly suitable for this purpose. It is
accordingly necessary to receive at a minimum the
simultaneous radio transmissions of four satellites (not
shown in the drawings) both in the aircraft 2 and at a
point 6 on the ground of known spatial coordinates
(which can be located at a distance of several hundred
kilometers from the measurement zone), with two
respective receivers 40, 7 connected to respective radio
reception antennas 42, 5. Said receivers 40, 7 are
capable of carrying out measurements at a high rate (at
least one per second). It is also possible to make use
of the Syledis system of the Sercel Company or the
Trident system of the Thomson Company or any other
positioning means involving the use of land beacons
which are conducive to a precision on the order of one
meter in regard to the position of the antenna 42 of the
aircraft 2.
If the altitude of the aircraft 2 is not well
determined, it can also be measured in that case with
an altimeter for measuring the static pressure outside
of the aircraft 2.
This approximate positioning Gf the aircraft 2
and of the optical device 13 is computed for all the
instants at which a pulse is emitted by the laser source
14. In consequence, the position of the antenna 42 in
respect of each laser emission is known after each
return from a flight mission. Moreover, the antenna 42
will be placed on the aircraft 2 in proximity to the
vertical mid-plane of the optical device 13 in order to

2~1 2~
avoid the additional need to measure the orientation of
the aircraft 2 with a view to adjusting the position of
the antenna 42 to that of the optical device 13.
The radio receiver 40 is also controlled by
a synchronized signal derived from the microcomputer 38
so that the instants of approximate measurement of the
position of the aircraft 2 coincide with the instants of
emission of light pulses by the laser source 14.
In accordance with the method of the invention,
the measurement system described in the foregoing and
its optical device 13 are operated as follows :
The microcomputer 38 initiates the emission of
a laser pulse by the laser source 14 and, at the same
time, an approximate measurement of the position of the
aircraft by the GPS receiver 40. The signal of the GPS
receiver 40 which indicates the position of the
aircraft 2 and of the optical device 13 at the instant
of emission of the laser pulse is then recorded in the
memory 66.
The pulse emitted by the laser source 14 is
made divergent by the divergent lens system 26, 28
after a fraction of this pulse has been withdrawn on
the rear side of the mirror 22. In a known manner, the
light intensity of this fraction which is withdrawn and
directed towards the detector 16 by the optical-fiber
segment 24 is adjusted by modifying the position of the
end of the segment 24 with respect to the rear face of
the mirror 22. This withdrawn fraction of the laser
pulse is addressed to the detector 16 in order to
provide a transit time reference to in the form of a
first peak of the light intensity detected by the
detector 16 (as shown in FIG. 10).
The refIectors 10 located in the widened
field of the laser pulse backscatter said incident
pulse in the direction of the optical device 13. The

20~3~25
-16-
wide-field reception lens system of the optical device
13 makes it possible to collect each of the reflected
pulses which produce peaks Pi of the detected intensity.
Each peak Pi occurs at an instant ti and the time-
duration ~ti = ti ~ to between said instant ti and thetransit reference to represents the transit time of the
reflected pulse. This transit time is proportional to
the length of the optical path which extends from the
mirror 22 to the vertex A of the corresponding cube
corner 10, then returns to the sensitive zone of the
detector 16, less the length of the optical path of the
reference fraction along the optical fiber 24, the
constant of proportionality being the reciprocal of the
velocity of light.
The photodiode 16 converts the light pulses
to a proportional current intensity signal. The load
resistor 64 converts this current intensity signal to a
voltage signal which is amplified by the amplifier 34.
The peaks of the output signal of the amplifier 34 are
increased in time-width with respect to the collected
light pulses, the time-width of which is substantially
equal to the time-duration of the laser pulses 14,
namely 15 ns in the example described. This increase in
time-width results from an integration by the amplifier
34 and also by the RC circuit formed by the load
resistor 64 and by the residual capacitance of the p'n
photodiode 16 (approximately 70 pF in the example
described). This integration (which produces amplified
peaks having a width between 30 and 40 ns) and the
relatively narrow passband of the amplifier 34 remove
part of the undesirable noise of the detector 16
(resulting for example from the thermal production of
electron-hole pairs in the intrinsic zone of the ~
diode) without impairing the accuracy of measurement of
the instants ti since these instants ti essentially

2~312~
-17-
represent the centers of gravity of the peaks Pi which
are not displaced by the integration.
The high-speed digital sampling device 36
converts the amplified analog signal to a digital signal
representing histogram data as illustrated schematically
in FIG. 11 in which the time scale shown on the axis of
abscissae is smaller ~han that of the graph of ~IG. 10.
The time-duration of a sampling channel is shorter than
1 ns, thus permitting very accurate measurements of the
position ti of the centers of the peaks.
After having passed through the buffer memory
37, the histogram data are read by the microprocessor 68
which carries out the digital preprocessing operations
illustrated in the block diagram of FIG. 8. A suitable
program is loaded into the microprocessor 8. This
program carries out rapid calculations of a known type
in order to deduce the value of the transit times
~ti from the histogram data. It first analyzes the
background noise of the digital signal by employing a
technique of the sliding mean type in order to deduce
therefrom a momentary detection threshold. When the
digital signal exceeds this threshold during a
predetermined number of channels, the program considers
that it has identified a reflected pulse. It then
computes the centroid of each peak representing a
reflected pulse, which is equal to the instant ti
representing the peak Pi considered. The program then
subtracts the value to from the centroid of the
reference peak in order to deduce therefrom the transit
time ~ti = ti ~ to of this pulse. After a validation
step, it writes in the storage memory 66 a set of values
representing these transit times ~ti. The object of the
validation step is to make sure that an identified peak
does not correspond to an overlap of several pulses which
have traveled along optical paths having lengths which

2o~3~2~
-18-
are very close in value. To this end, the program of
the microprocessor 68 makes sure that the width of the
peaks which it has identified does not exceed a
predetermined threshold value which is slightly higher
than the theoretical width of a single peak and equal to
the time-duration of the laser pulse emitted by the
source 14 increased by the integration time constants of
the detection and amplification circuit. The peaks which
exceed said width threshold are excluded from the
processing operation. This validation procedure is
satisfactory since the probability of two pulses being
so close together as to form a single peak of smaller
width than the threshold value is negligible.
It is worthy of note that all the operations
which involve processing of the output signal of the
detector 16 and recording in memory 66 are performed at
a sufficiently high rate (by making use of a high-speed
microprocessor) to be included in the period which
elapses between two successive emissions of laser pulses
by the source 1~, namely 0.1 s in the case described of
an emission frequency of 10 Hz. This high speed permits
computation and recording of transit times in real time
during a measurement mission and makes it possible to
carry out a very large number of measurements during
said mission, thus reducing the statistical error in the
determination of the coordinates of the points A.
The steps of a complete measurement cycle are
illustrated in the block diagram of FIG. 9.
When carrying out a measurement mission with a
view, for example, to achieving accurate determination of
the position of the reflectors 10 in order to calculate
subsidences of an oil producing or mineral deposit, the
approximate position of the monitored points at which the
cube corners 10 are placed (especially their vertices A)
are of course already known. Useful GPS radio

20~312~
19--
transmission data for determining the approximate
position of the aircraft 2 are also recorded on the
ground by the receiver 7 and its antenna 5. It has been
seen that, during flight of the aircraft 2, GPS data of
the same nature are recorded by the receiver 40 and its
antenna 42. These two sets of data which are measured in
synchronism with the pulses emitted by the laser source
14 are processed at the time of subsequent calculations
in order to determine the position of the aircraft 2 with
a precision on the order of one meter. These calculations
are performed in accordance with GPS positioning
algorithms which are well-known to those versed in the
art.
Starting from known approximate positions of
the reflectors 10, from the approximate position of the
aircraft 2 in respect of each pulse or emission of the
laser 14 and from the dated data stored in the memory 66
and representing the time measurement of the detected
echoes of said pulse, it is possible to identify the
reflector lO which is responsible for each of these
echoes. This subsequent computation step is performed
by computing approximate transit times predicted for
each approximate position of an aircraft 2 and each
approximate position of a reflector 10 and by comparing
all the predicted approximate transit times with all the
measured transit times ~ti stored in the memory 66. When
the reflectors corresponding to each echo have been
identified, a set of values of distances between a
geometrical reference point of the optical device 13
and the reflectors 10 is obtained in respect of each
emission of the laser 14 by multiplying the transit
times ~ti by the velocity of light divided by two.
In order to deduce from these results the
precise spatial coordinates of the monitored points A,
it is necessary to carry out a resolution by optimization

2~312~
-20-
of a system of equations having a number of equations
less than NT and a number of unknowns equal to 3N + 3T,
where N designates the number of reflectors 10 placed on
the ground 4 and T designates the number of emissions of
the laser 14 during the measurement mission. Each of
these equations is written :
d(i,t) = ~ i) - x(t)]2 ~ LY(i) - y(t)~2 + Cz(i) - z(t)~2
where :
d(i,t) designates the distance measured between
the vertex A of the ith reflector 10 and the position of
the geometrical reference point of the optical device 13
during the tth emission of the laser 14 (l<i<N, l<t<T) ;
X(i), Y(i), Z(i) designate the three spatial
coordinates of the vertex A of the ith reflector 10 taken
in a predetermined fixed reference frame ; and
x(t), y(t), z(t) designate the coordinates of
the geometrical reference point of the optical device 13
~0 during the tth emission of the laser 14 taken in the same
fixed reference frame.
When the points A on the ground are to be
determined with accuracy as in the preferred application
of the method in accordance with the invention and
~5 described herein, one can first eliminate the 3T un~owns
rel ati ng to the pOSitiOII of the optical device 13
~x(t), y(t), z(t)), whereupon the optimization
calculation can be applied to the unknowns relating to
the position of the reflectors A (X(i), Y(i), Z(i)).
The resolution algorithm is a conventional optimization
algorithm (least squares or the like) and nevertheless
requires to be carried out on a machine which is
sufficiently powerful to take into account the large
number of data involved. Thus the number N can attain
several hundreds and the number T can attain several

20~3~2~
-21-
thousands in typical measurement cycles.
By virtue of the large number of collected
data and the accuracy of the detection and processing
system, the method in accordance with the invention
achieves a remarkably high standard of accuracy of
measurement. The present Applicant has thus found that,
with a divergent field for laser pulses having a
semivertical angle ~ of 17, an aircraft 2 flying at an
altitude of 10,000 m and laser pulses sent at a rate of
lO Hz to reflectors located at a relative spacing of
500 m, the degree of accuracy obtained is typically less
than one millimeter on the coordinates of the points A,
namely the vertices of the cube corners 10.
These measurements of accuracy have the
further advantage of being performed in a short time
(typical flight time of thirty minutes) in a repetitive
but economical manner. The equipment is relatively
inexpensive in comparison with the systems of the prior
art. Furthermore, reliability and simplicity of use are
substantially improved since no mechanism is required
for sighting the reflector-targets.
In the conventional methods, telemeters make
use of collimated lasers (that is to say lasers having
an angular divergence of the order of one milliradian)
involving the need to direct towards the ground laser
beams having an energy density of higher value than the
usual safety threshold values. The present invention
overcomes this disadvantage by virtue of the divergence
of the laser beam which largely reduces this density
typically by a factor of 1000), thereby making the beam
totally harmless. A measurement mission does not call
for any special preparations (telemeter calibration,
for example) and can therefore be repeated a large
number of times without immobilizing the aircraft 2.
The invention has been described in the

2~3~2~
-22-
foregoing in its preferred application to high-precision
topography for subsurface formation testing but could
clearly be employed in the field of seismic studies.
Moreover, measurements can be performed by placing the
optical device 13 at a high point which is visible from
a large number of reflectors 10 and not on board an
aircraft. In the case just mentioned, the processing
operation is advantageously simplified by reducing the
number of unknowns since it may be assumed that the
optical device 13 is in a fixed location and, in
addition, the auxiliary approximate positioning system
(GPS) may be dispensed with. In contrast, however, the
flexibility of use is reduced.
In another possible application of the
invention, the transit time data are utilized for
accurate computation of the flight path of the aircraft
2. In this case, the system of equations solved at the
time of the subsequent operation is reversed by applying
the optimization to the coordinates x(t), y(t), z(t) of
the geometrical reference point which is fixed with
respect to the aircraft 2.
Although the foregoing description relates to
a preferred embodiment which achieves an accuracy of
less than one millimeter, it will be understood that the
basic concepts of the invention are applicable to any
number of alternative embodiments without thereby
departing from the scope of the invention.
It is possible in particular to employ
components having lower performances (for example a
photomultiplier instead of the photodiode 16) if the
precision requirements are less stringent than in
the example described since the invention offers a
sufficient number of advantages to justify its use
under many circumstances in which conventional
telemetry systems do not prove fully satisfactory.

Representative Drawing
A single figure which represents the drawing illustrating the invention.
Administrative Status

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Event History

Description Date
Inactive: IPC expired 2020-01-01
Inactive: IPC expired 2020-01-01
Inactive: IPC from MCD 2006-03-11
Inactive: IPC from MCD 2006-03-11
Application Not Reinstated by Deadline 1998-10-13
Time Limit for Reversal Expired 1998-10-13
Deemed Abandoned - Failure to Respond to Maintenance Fee Notice 1997-10-10
Request for Examination Requirements Determined Compliant 1993-03-12
All Requirements for Examination Determined Compliant 1993-03-12
Application Published (Open to Public Inspection) 1992-04-13

Abandonment History

Abandonment Date Reason Reinstatement Date
1997-10-10
Owners on Record

Note: Records showing the ownership history in alphabetical order.

Current Owners on Record
INSTITUT GEOGRAPHIQUE NATIONAL
Past Owners on Record
MICHEL KASSER
Past Owners that do not appear in the "Owners on Record" listing will appear in other documentation within the application.
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Document
Description 
Date
(yyyy-mm-dd) 
Number of pages   Size of Image (KB) 
Claims 1992-04-13 6 196
Cover Page 1992-04-13 1 15
Drawings 1992-04-13 4 102
Abstract 1992-04-13 1 22
Descriptions 1992-04-13 22 877
Representative drawing 1999-07-05 1 8
Courtesy - Abandonment Letter (Maintenance Fee) 1997-11-10 1 185
Fees 1994-09-30 1 45
Fees 1995-10-05 1 40
Fees 1996-10-01 1 43
Fees 1993-10-06 1 29